Structural Engineering and Mechanics

  • 제46권2호
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  • Pages.197-212
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  • 2013
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Numerical simulation on fluid-structure interaction of wind around super-tall building at high reynolds number conditions

  • Huang, Shenghong (School of Engineering Science, University of Science and Technology of China) ;
  • Li, Rong (School of Engineering Science, University of Science and Technology of China) ;
  • Li, Q.S. (Department of Building and Construction, City University of Hong Kong)
  • 투고 : 2012.09.04
  • 심사 : 2013.03.31
  • 발행 : 2013.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

With more and more high-rise building being constructed in recent decades, bluff body flow with high Reynolds number and large scale dimensions has become an important topic in theoretical researches and engineering applications. In view of mechanics, the key problems in such flow are high Reynolds number turbulence and fluid-solid interaction. Aiming at such problems, a parallel fluid-structure interaction method based on socket parallel architecture was established and combined with the methods and models of large eddy simulation developed by authors recently. The new method is validated by the full two-way FSI simulations of 1:375 CAARC building model with Re = 70000 and a full scale Taipei101 high-rise building with Re = 1e8, The results obtained show that the proposed method and models is potential to perform high-Reynolds number LES and high-efficiency two-way coupling between detailed fluid dynamics computing and solid structure dynamics computing so that the detailed wind induced responses for high-rise buildings can be resolved practically.

키워드

참고문헌

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피인용 문헌

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  2. RBDO analysis of the aircraft wing based aerodynamic behavior vol.61, pp.4, 2017, https://doi.org/10.12989/sem.2017.61.4.441
  3. Structural Responses of a Supertall Building Subjected to a Severe Typhoon at Landfall vol.10, pp.8, 2013, https://doi.org/10.3390/app10082965
  4. Investigation approaches to quantify wind-induced load and response of tall buildings: A review vol.62, pp.None, 2013, https://doi.org/10.1016/j.scs.2020.102376
  5. Comparison of Two-Dimensional and Three- Dimensional Responses for Vortex-Induced Vibrations of a Rectangular Prism vol.10, pp.22, 2013, https://doi.org/10.3390/app10227996
  6. Numerical simulation of wind veering effects on aeroelastic responses of thousand-meter-scale super high-rise buildings vol.46, pp.None, 2013, https://doi.org/10.1016/j.jobe.2021.103790